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Final approved Plan Set REV 11-10-22 (plant swap)© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS Barnstable Mid Cape Highway Ly a n n o u g h R o a d 132 6 SITE 6 132Oak Street\\VHB\GBL\PROJ\PROVIDENCE\73167.00\CAD\LD\PLANSET\73167.00-COV 10 November 2022Owner VHB Project :vhb.comIssued for :Commonwealth Electric Property Tax Dept C/O NStar Electric Co PO Box 270 Hartford, Connecticut, 06141 Applicant NSTAR Electric Company d/b/a Eversource Energy 247 Station Drive Westwood, Massachusetts 02090 Assessor's Map: Map 195 Block 029 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Feet0 1000 2000 Site Plans Issued for Date Issued Latest Issue Station #921 West Barnstable 661 Oak Street West Barnstable, MA 02668 Permitting November 15, 2021 November 10, 2022 73167.00 Station #921 West BarnstablePermitting 11/10/2022Sheet Index No.Drawing Title Latest Issue C1.01 Legend and General Notes November 15, 2021 C2.01 Layout and Materials Plan November 15, 2021 C3.01 Grading, Drainage, and Utility Plan November 15, 2021 C4.01 Erosion and Sediment Control Plan November 15, 2021 C5.01 Site Details November 15, 2021 L1.01 Planting Plan November 10, 2022 L2.01 Planting Details November 15, 2021 Reference Drawings No.Drawing Title Latest Issue EX-1 Existing Conditions Plan of Land June 15, 2015 11/10/2022 SIAMESE CONNECTION ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING COMPACT PARKING STALLS DOUBLE YELLOW LINE STOP LINE CROSSWALK PARKING COUNT MAJOR CONTOUR MINOR CONTOUR STREAM / POND / WATER COURSE HAY BALES SILT FENCE DETENTION BASIN RETAINING WALL STOCKADE FENCE STONE WALL FENCE TREE LINE WIRE FENCE PATH WOOD GUARDRAIL STEEL GUARDRAIL GUY WIRE & ANCHOR MATCHLINE GUY POLE HAND HOLE PULL BOX ELECTRIC MANHOLE POST INDICATOR VALVE TRANSFORMER PAD TELEPHONE MANHOLE UTILITY POLE LIGHT POLE ELECTRIC METER WATER WELL GAS GATE GAS METER FIRE HYDRANT WATER METER EXTRUDED CONCRETE CURB BUILDING ENTRANCE BOLLARD DOUBLE SIGN DUMPSTER PAD SIGN BUILDING LOADING DOCK MONOLITHIC CONCRETE CURB PRECAST CONC. CURB LIMIT OF CURB TYPE SLOPED GRAN. EDGING SAWCUT VERT. GRAN. CURB EDGE OF PAVEMENT BITUMINOUS CURB CURB AND GUTTER CONCRETE CURB GRAVEL ROAD BITUMINOUS BERM WETLAND LINE WITH FLAG 200' RIVERFRONT AREA TO FLOODING LIMIT OF DISTURBANCE WETLAND BUFFER ZONE NO DISTURB ZONE FLOODPLAIN Exist.Prop. RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION LAYOUT TOWN LINE ZONING LINE BASELINE BUILDING SETBACK EASEMENT PROJECT LIMIT LINE PROPERTY LINE DOUBLE CATCH BASIN CONCENTRIC SEWER MANHOLE CONCENTRIC FLARED END SECTION CURB STOP & BOX TAPPING SLEEVE, VALVE & BOX WATER VALVE & BOX HEADWALL DRAIN MANHOLE CONCENTRIC PLUG OR CAP TRENCH DRAIN CLEANOUT CATCH BASIN CONCENTRIC GUTTER INLET MONITORING WELL DOMESTIC WATER FIRE PROTECTION ELECTRIC CABLE TV FIRE ALARM TELEPHONE GAS ROOF DRAIN SEWER OVERHEAD WIRE WATER DRAIN UNDERDRAIN CONSTRUCTION EXIT HEAVY DUTY PAVEMENT CONCRETE TOP & BOTTOM OF WALL ELEVATION TOP OF CURB ELEVATION BORING LOCATION TEST PIT LOCATION BOTTOM OF CURB ELEVATION SPOT ELEVATION Prop.Exist. RIPRAP STEAM FORCE MAIN ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EX EXISTING FDN FOUNDATION FFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PIV POST INDICATOR VALVE PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R=RIM ELEVATION RIM=RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE PARKING SETBACK SILT SOCK / STRAW WATTLE Legend Abbreviations General Utility BORDERING LAND SUBJECT BUILDINGS DRAIN MANHOLE ECCENTRIC SEWER MANHOLE ECCENTRIC DOUBLE CATCH BASIN ECCENTRIC CATCH BASIN ECCENTRIC General 1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4" INCHES LOAM AND SEED. 5.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 9.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. Utilities 1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A.PAVEMENTS AND CONCRETE SURFACES: FLUSH B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. Layout and Materials 1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2.SEE ARCHITECTURAL DRAWINGS, IF APPLICABLE, FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 3.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR. 4.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. Demolition 1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 2.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. Erosion Control 1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS (MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1.BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY NITSCH ENGINEERING AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN AERIAL SURVEY PERFORMED IN APRIL OF 2015 BY NITSCH ENGINERRING AND SELECT FEATURES WERE SUPPLEMENTED WITH A FIELD SURVEY PERFORMED ON THE GROUND BY NITSCH ENGINEERING, DURING APRIL, MAY AND JUNE OF 2015. 2.TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88. 3.GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM VHB ON JANUARY 11, 2021. 4.WETLAND RESOURCE AREAS DELINEATED BY EPSILON ASSOCIATES, INC. ON AUGUST 4, 2021. Document Use 1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. Notes of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Wednesday, July 21, 2021 10:31:35 AM RLEWIS Plotted Friday, November 12, 2021 3:33:22 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-LG.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Legend and General Notes C1.01 1 11/15/2021 OAK STREETB-1 B-2 B-3 B-4 B-516'16'62'384.33' 388.33' 16'8'8'16'16'4'3'2'262'38'3'2'20' EDGE OF GRAVEL ROAD CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE EDGE OF CRUSHED STONE YARD EXPANSION RETAINING WALL TOTAL LENGTH = 300' GRAVEL ROAD AREA = 11,635 SF CONNECT TO EXISTING GRAVEL ROADWAY CONNECT TO EXISTING GRAVEL ROADWAY BORING LOCATION (TYP) 6" CRUSHED STONE YARD EXPANSION AREA = 24,096 SF LIMIT OF CLEARING LINE ROLLING GATE RELOCATED UTILITY POLE - FINAL LOCATION TO BE DETERMINED BY DISTRIBUTION ENGINEERING EXISTING UTILITY POLE WITH RISER TO BE RELOCATED EXISTING UTILITY POLE TO BE RELOCATED RELOCATED UTILITY POLE - FINAL LOCATION TO BE DETERMINED BY DISTRIBUTION ENGINEERING RELOCATED UTILITY POLE - FINAL LOCATION TO BE DETERMINED BY DISTRIBUTION ENGINEERING RELOCATED OVERHEAD DISTRIBUTION - 3 TOTAL EXISTING OVERHEAD DISTRIBUTION TO BE RELOCATED PERIMETER GROUNDING TO BE COORDINATION WITH EVERSOURCE DESIGN AND WALL INSTALLATION CRUSHED STONE PERIMETER APRON WIDTH = 3 FT EXISTING GRAVEL ROADWAY TO BE REMOVED EXISTING GRAVEL ROADWAY TO BE REMOVED EXISTING GRAVEL ROADWAY TO BE REMOVED EXISTING GRAVEL ROADWAY TO BE REMOVED EXISTING GRAVEL ROADWAY TO BE MAINTAINED EXISTING GRAVEL ROADWAY TO BE MAINTAINED NO TREE REMOVAL WITH 50-FOOT WETLAND BUFFER ZONE STORMWATER MANAGEMENT BASIN ISOLATED WETLAND of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Tuesday, August 3, 2021 2:19:06 PM SHOCK Plotted Friday, November 12, 2021 4:06:34 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-LM.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Layout and Materials Plan C2.01 2 Feet6030015 11/15/2021 OAK STREETB-1 B-2 B-3 B-4 B-5 140145150135 140 145 155 150149.50BW 151.00 153.00 153.00 SWALE WITH INFILTRATION TRENCH ISOLATED WETLAND INFILTRATION BASIN EXPANSION 140145MAX SLOPE 7% SWALE WITH INFILTRATION TRENCH MAX SLOPE 7% 150 148.83 14514 5 1501501411421 4 3 14314 4 144146146 1 4 7 1471481481491491511511521523:1 SLOPE (TYP) 3:1 SLOPE (TYP) 151.61 153.00 153.00 MATCH EXIST GRADE MATCH EXIST GRADE 153.00 153.00TW 153.00 155 150 140 145 148.991+500+001+00139.00 TOTAL AREA OF DISTURBANCE = 60,090 SF NEW DISTURBANCE AREA = 34,938 SF PREVIOUSLY DISTURBED AREA = 25,152 SF 152.94 152.94 152.94 152.87 100 RIM=141.30 INV=139.00 OUT AD 101 INV=138.70 100 FES 8"HDPE STONE CHECK DAM (TYP) SECTION B-B SEE DETAILS STONE CHECK DAM (TYP) 153.04 NO TREE REMOVAL WITH 50-FOOT WETLAND BUFFER ZONE SECTION A-A SEE DETAILS EROSION CONTROL BLANKETS TO BE INSTALLED WHERE SLOPES EXCEED 3:1 (TYP) 142.30 142.21 141.85 EMERGENCY OVERFLOW OUTLET ElevationsElevationsStation Station Substation Cross Section 130 140 150 160 130 140 150 160 0+00 1+00 1+50152.1152.13149.1149.09144.1144.08143.8143.81143.9143.91143.9143.90142.7142.68141.7141.74140.2140.23138.9138.88137.7137.74136.3136.32135.0134.96133.8133.81FENCE SWALE WITH INFILTRATION TRENCH GRAVEL ROAD 3:1 SLOPE ElevationsElevationsStation Station Section B-B 130 140 150 160 130 140 150 160 0+00 0+35144.8144.81145.0145.04145.4145.40SWALE WITH INFILTRATION TRENCH 16' GRAVEL ROAD ElevationsElevationsStation Station Section A-A 130 140 150 160 130 140 150 160 0+00 0+37140.5140.50142.0141.96144.8144.851% 16' 1% SWALE WITH INFILTRATION TRENCH GRAVEL ROAD of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Tuesday, August 3, 2021 2:14:22 PM SHOCK Plotted Friday, November 12, 2021 3:47:47 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-GD.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Grading, Drainage, and Utility Plan C3.01 3 Feet6030015 11/15/2021 OAK STREETB-1 B-2 B-3 B-4 B-5 SILTSOCK/SILT FENCE BARRIER (TYP) LENGTH = 846 FT BORING LOCATION (TYP) SILTSOCK/SILT FENCE BARRIER (TYP) LENGTH = 637 FT SILTSOCK/SILT FENCE BARRIER (TYP) LENGTH = 142 FT of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Friday, November 5, 2021 2:47:37 PM RLEWIS Plotted Friday, November 12, 2021 3:37:53 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-ER.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Erosion and Sediment Control Plan C4.01 ---- Feet6030015 11/15/2021 OAK STREETB-1 B-2 B-3 B-4 B-5 140145150135 140 145 155 150140145150 14514 5 1501501411421 4 3 14314 4 144146146 1 4 7 147148148149149151151152152155 150 140 145 3 QA 3 PR 2 IO 3 PR 4 MP 5 RV 5 AM 3 MP 5 MP 3 RV 3 AM 3 AM 3 RV 5 MP 3 RV 5 AM MEADOW MIX (TYP.) MEADOW MIX (TYP.) PROPOSED VEGETATION WITHIN 50-100' BUFFER 2 PR 1 IO 1 QI 1 QI 6 MP PROPOSED VEGETATION WITHIN 0-50' BUFFER EXISTING GRAVEL TO BE REMOVED AND RESTORED AS NOTED 7 MP5 AM 7 AM EXISTING & PROPOSED BUFFER IMPACTS 0-50'50'-100'0'-100' EXISTING BUFFER ZONE ON SITE 20,933 SF 36,611 SF 57,544 SF EXISTING HARDSCAPE WITHIN BUFFER 5,426 SF 10,735 SF 16,161 SF PROPOSED HARDSCAPE WITHIN BUFFER 4,334 SF 12,219 SF 16,553 SF NET INCREASE/DECREASE -1,092 SF +1,484 SF +392 SF MEADOW MIX (TYP.) PROPOSED MITIGATION AREA 1 PROPOSED MITIGATION AREA 2 PROPOSED MITIGATION AREA 3 IMPACT MITIGATION CALCULATION IMPACT MITIGATION @ 3:1 50-100' BUFFER ZONE 1,484 SF 4,452 SF SUMMARY OF PROPOSED MITIGATION WITHIN BUFFERS WOODY PLANTINGS MEADOW MIX TOTALS 0' - 50' BUFFER ZONE 438 SF 1,637 SF 2,075 SF 50' - 100' BUFFER ZONE 0 SF 4,593 SF 4,593 SF TOTAL PROPOSED MITIGATION FOR 4,452 SF REQUIRED 6,668 SF ADDITIONAL PROPOSED MITIGATION 2,216 SF SUMMARY OF PROPOSED MITIGATION OUTSIDE 100-FOOT BUFFER (AREAS 2 & 3) WOODY PLANTINGS 3,940 SF MEADOW MIX 9,426 SF TOTAL 13,366 SF 100-FOOT BUFFER ZONE 50-FOOT BUFFER ZONE 3 AM DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE QA 3 Quercus alba White Oak 2 - 2 1/2" CAL. QI 2 Quercus ilicifolia Scrub Oak 2 GAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE IO 3 Ilex opaca American Holly 6 - 7` HT. PR 8 Pinus rigida Pitch Pine 6 - 7` HT. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE MP 30 Myrica pensylvanica Northern Bayberry 2 1/2 - 3` HT./B&B AM 31 Corylus americana American Hazelnut 18 - 24` HT., #1 CONT. RV 14 Rosa virginiana Virginia Rose 18 - 24" HT., #3 CONT. PLANT_SCHEDULE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Friday, November 12, 2021 4:08:43 PM RLEWIS Plotted Thursday, November 10, 2022 2:48:34 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-LA.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Planting Plan L1.01 6 Feet6030015 Planting Notes 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 4" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. Tree Protection 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE PROTECTION AREA. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE. Edge of Woods Clearing 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY EROSION CONTROL FENCE AND HAY BALE BARRIER. ERECT BARRIER AT EDGE OF THE EARTHWORK CUT LINE PRIOR TO TREE CLEARING. LAY OUT THIS LINE BY FIELD SURVEY. Plant Maintenance Notes 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE CONTRACTOR. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK. 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. Seeding Notes 1. ALL DISTURBED AREAS TO BE SEEDED WITH "MEADOW MIX". 2. "MEADOW MIX" TO BE THE NEW ENGLAND EROSION CONTROL/RESTORATION SEED MIX, AS DESCRIBED BELOW. THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES PROVIDES AN APPROPRIATE SELECTION OF NATIVE AND NATURALIZED GRASSES TO ENSURE THAT DRY AND RECENTLY DISTURBED SITES WILL BE QUICKLY RE-VEGETATED AND THE SOIL SURFACE STABILIZED. IT IS AN APPROPRIATE SEED MIX FOR ROAD CUTS, PIPELINES, STEEPER SLOPES, AND AREAS REQUIRING QUICK COVER DURING THE ECOLOGICAL RESTORATION PROCESS. THE MIX MAY BE APPLIED BY HYDRO-SEEDING, BY MECHANICAL SPREADER, OR ON SMALL SITES IT CAN BE SPREAD BY HAND. LIGHTLY RAKE, OR ROLL TO ENSURE PROPER SOIL SEED CONTACT. BEST RESULTS ARE OBTAINED WITH A SPRING OR LATE SUMMER SEEDING. LATE SPRING THROUGH MID-SUMMER SEEDING WILL BENEFIT FROM A LIGHT MULCHING OF WEED-FREE STRAW TO CONSERVE MOISTURE. IF CONDITIONS ARE DRIER THAN USUAL, WATERING WILL BE REQUIRED. FERTILIZATION IS NOT REQUIRED UNLESS THE SOILS ARE PARTICULARLY INFERTILE. PREPARATION OF A CLEAN WEED FREE SEED BED IS NECESSARY FOR OPTIMAL RESULTS. APPLICATION RATE: 35 LB/ACRE | 1250 SQ FT/LB SPECIES: Red Fescue (Festuca rubra), Canada Wild Rye (Elymus canadensis), Annual Ryegrass (Lolium multiflorum), Perennial Ryegrass (Lolium perenne),  Little Bluestem (Schizachyrium scoparium), Indian Grass (Sorghastrum nutans), Switch Grass (Panicum virgatum), Upland Bentgrass (Agrostis perennans). 1 REPLACED STAGHORN SUMAC 11/10/2022 RTL 11/10/2022 of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.Saved Friday, November 5, 2021 2:47:48 PM RLEWIS Plotted Friday, November 12, 2021 3:55:03 PM Richard Lewis\\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-LA.dwg vhb.comDate 1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100 Station #921 West Barnstable 661 Oak Street West Barnstable, Massachusetts 02668 Permitting Not Approved for Construction November 15, 2021 7 73167.00 Planting Details L2.01 7 Tree Planting on Slope N.T.S.Source: VHB LD_605 1/162' (M IN . )6" 2: 1 S L O P E ( M A X . ) 2.5: 1 S L O P E ( M A X . ) UNTIE AND CUT AWAY BURLAP FROM 13 OF ROOTBALL (MIN.); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. SIT ROOTBALL AN EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE PLANT BACKFILL MIXTURE DESIGN SLOPE COMMON FILL 4" LOAM AND SEED OR SOD PLANTING TRANSITION SLOPE 2"X2" HARDWOOD STAKE OR DEADMEN LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. SLOPE TO FORM 3" HIGH SAUCER. 3" PINE BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. ROOT FLARE SHALL BE SET 2" ABOVE THE ESTABLISHED FINISHED GRADE GUY WIRE - SEE GUYING SCHEDULE 12 INCH DIAMETER BLACK REINFORCED RUBBER HOSE 3" PLANTING TRANSITION SLOPE GUY WIRE ROOTBALL TREE PIT HARDWOOD STAKES OR DEADMEN PLAN Tree Planting on Slope N.T.S.Source: VHB LD_605d 5/172' (M IN . )6" 2: 1 S L O P E ( M A X . ) 2.5: 1 S L O P E ( M A X . ) UNTIE AND CUT AWAY BURLAP FROM 13 OF ROOTBALL (MIN.); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. SIT ROOTBALL AN EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE PLANT BACKFILL MIXTURE DESIGN SLOPE COMMON FILL 4" LOAM AND SEED OR SOD PLANTING TRANSITION SLOPE 2"X2" HARDWOOD STAKE OR DEADMEN LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. SLOPE TO FORM 3" HIGH SAUCER. 3" PINE BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. ROOT FLARE SHALL BE SET 2" ABOVE THE ESTABLISHED FINISHED GRADE GUY WIRE - SEE GUYING SCHEDULE 12 INCH DIAMETER BLACK REINFORCED RUBBER HOSE 3" PLANTING TRANSITION SLOPE GUY WIRE ROOTBALL TREE PIT HARDWOOD STAKES OR DEADMEN PLAN Shrub Bed Planting N.T.S.Source: VHB LD_601 1/16 NOTES 1.LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. HOLE (THREE TIMES ROOTBALL DIA. WITH SLOPED SIDES)ROOTBALLDEPTH12" (MIN.)UNTIE AND ROLL BACK BURLAP FROM 13 (MIN.) OF ROOTBALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. SIT ROOTBALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE SLOPE TO FORM SAUCER TOP OF ROOTBALL 1 INCH ABOVE FINISH GRADE EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX. SOIL MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED 3" PINE BARK MULCH DO NOT COVER STEMS OR TRUNK 11/15/2021 16'12" GRAVEL BORROW(MHD M1.03.0 TYPE "B")STRIP LOAMVARIESMIRAFI 160NFILTER FABRICEXISTINGGROUND1VARIES6" MINStraw Bale Checkdam (Narrow Swale)N.T.S.Source: VHBLD_6721/16FLOWNOTES1.THIS CHECKDAM SHALL BE INSTALLED IN A DRAINAGE SWALE WITHBED WIDTHS OF 2 FT. OR LESS.2.THE DISTANCE BETWEEN BALE CHECKDAMS SHALL BE DETERMINED BYTHE SLOPE OF THE SWALE. CHECKDAMS SHALL BE SET AT EVERY 2 FT.DROP IN SWALE ELEVATION.3.BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMEDPROMPTLY AS NEEDED.4.INSTALL 3 STAKES PER HAY BALE WITHIN SWALE BED AREAS.8"(MIN.)4" EMBEDMENT(TYP.)6" (MIN.)EMBANKMENTSLOPE1" X 1" X 3' WOOD STAKE,12" X 3' REINFORCINGSTEEL OR APPROVEDEQUALEXISTINGGROUND1'OVERLAPDISTANCE VARIES(SEE NOTE 2.)STAKES(2 PER BALE)3 STAKES IN 2CENTER BALESBALED STRAWErosion Control Blanket Slope InstallationN.T.S.Source: VHBLD_68010/20NO. 11 GAUGE WIRETYPICAL STAPLESNOTES1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2OR MORE STRIP WIDTHS ARE REQUIRED.4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET ENDOVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.6"1 12"1 12"10"6" LOAM & SEEDSTAPLE 12"ON CENTER6" OVERLAP (MIN.)4"OVERLAP(MIN.)6"STAPLES 12"ON CENTERSTAPLES 12"ON CENTERStabilized Construction ExitN.T.S.Source: VHBLD_6821/163'5:1NOTES1.EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOTLESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS.2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BEPERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BEPROVIDED AS NEEDED.3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINALFINISH MATERIALS BEING INSTALLED.PLAN VIEWCROSS-SECTION1 12" CRUSHED STONEFILTERFABRICMOUNTABLE BERMEXISTINGPAVEMENT50' (MIN.)SITE4" (MIN.)25' (MIN.) 10'10'EXISTINGPAVEMENT10' (MIN.)50' (MIN.)SITESiltsock / Silt Fence BarrierN.T.S.Source: VHBLD_658-A10/20WORKAREAFLOWNOTES1.SILTSOCK SHALL BE FILTREXX SILTSOXX, OR APPROVED EQUAL.2.SILTSOCKS SHALL OVERLAP A MINIMUM OF 12 INCHES.3.SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLYAS NEEDED.4.UPON SITE STABILIZATION, COMPOST MATERIAL SHALL BE DISPERSED ONSITE, AS DETERMINED BY THE ENGINEER.5.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BECOLLECTED AND DISPOSED OF OFFSITE.12" (MIN.)12" (MIN.)TOP OFGROUNDINSTALL SUPPLEMENTALCOMPOST MATERIALSILT FENCE1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUAL4' (MAX.)1" X1" WOOD STAKE,PLACED 10' O.C. ONDOWNHILL SIDE OFSILTSOCK3"-4"BIODEGRADABLEMESH NETTINGCOMPOST FILLEDSILTSOCK(12" TYP.)PROTECTEDAREACatch Basin Sediment TrapN.T.S.Source: VHBLD_6731/16FLOWFLOWNOTES1.ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH BASINCONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE ISCOMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED.2.IF GRATE IS AGAINST EXISTING CURB THEN BALES ARE TO BE PLACEDAROUND THREE SIDES OF GRATE ONLY.3.GRATE TO BE PLACED OVER FILTER FABRIC.4.BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMEDPROMPTLY AS NEEDED.SECTION VIEWPLAN VIEW8" (MIN.)4" EMBEDMENT (MIN.)FILTERFABRICCATCH BASINGRATE1" X 1" X 3' WOOD STAKE,FILTERFABRICSTRAW BALESTAKES(2 PER BALE)Gravel RoadN.T.S.Source: VHBCOMPACT SUBGRADENOT TO SCALEWALL BASE (SEE MANUFACTURER DETAIL)24SF RETAININGSTONE STRONGWALL UNIT UNIT FILLALTERNATE DRAIN TILE LOCATIONDRAIN TILENOTES:1. DRAIN TILE MAY BE ELIMINATED AT THE DISCRETION OF THE SITE ENGINEER.2. DAYLIGHT DRAIN TILE AT LOW POINTS THROUGH WALL FACE OR AT ENDS; MAXIMUM SPACING 100 FEET OR PER SITE CONDITIONS.9" MIN.AUTOMATIC SET BACK(4" PER UNIT)6SF RETAININGSTONE STRONGWALL TOP UNITStoneStrong Retaining Wall Typical SectionN.T.S.Source: VHBTOP UNIT/CAPFENCE POSTSECURITY FENCE - REFER TO WALLMANUFACTURE DETAILS FOR FENCEINSTALLATIONNOTE:EXTERIOR PERIMETER GROUNDING, FENCE GROUNDING, INTERIOR YARD GROUNDING,AND WALL GROUND (IN NECESSARY) IS NOT DEPICTED ON DETAIL AND WILL NEED TOBE COORDINATION WILL OVERALL GROUNDING DESIGN AND WALL CONSTRUCTION.9" MIN.CRUSHED STONESUBSTATION YARDSTATIONIN.=1 FOOTSCALE,DATEI.D.TITLE OF REFERENCE DRAWINGSDESCRIPTION OF ALTERATIONSDATEBYCHECKEDAPPROVEDNUMBERNOAPPROVED ,SUPERVISORREVIEWEDDRAWN ELECTRICALABCDEFGHIJ1234567812345678THIS DWG PRODUCED FROM ISSUED FOR CONSTRUCTIONFlared End Section (FES) with Stone ProtectionN.T.S.Source: VHBLD_1343/19NOTES: SAFETY BARS TO BEOMITTED WHEREINDICATED ON PLANS.CRUSHED STONEBEDDING(2" STONE SIZE)FILTER FABRICCOMPACTED SUBGRADEENERGY DISSIPATION BOWLSAFETY BAR(S)DRILL AND MORTAR HORIZONTALLYNO. 6 REBAR EQUALLY SPACED18" - 1 BAR24" - 1 BAR30" - 2 BARS36" - 2 BARS48" - 3 BARSPIPEDIA.D APPROX. LIMITSOF ENERGYDISIPATIONBOWL12"3D XYAPRON EDGE TOBE SET LEVELWITH FLARED ENDINVERT ELEVATION(TYP.)PRECAST CONCRETE FLAREDEND SECTIONSLOPE 1:1 (MAX.)STONE FOR PIPE ENDSZ FINISHGRADE6"8"(MIN.)1'4'4'SECTION A-A PLANRIPRAP STONEFESNO.XYZSTONEDIA. (D50)REVE7001-110-189DWG NO.1 OF 1SHEET1:20SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY03-29-06DATEEBCDRAWN BY03-11-16NMH(5) ADAPTERANGLESVARIABLE 0° - 360°ACCORDING TOPLANS(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. BASED ONMANUFACTURING REQ.)4" MINMINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)NYLOPLAST 12" DRAIN BASINWATERTIGHT JOINT(CORRUGATED HDPE SHOWN)(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0654 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.®©2013 NYLOPLASTNyloplast 12" Area Drain (AD)N.T.S.Source: VHBofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.Saved Tuesday, August 3, 2021 2:15:56 PM SHOCK Plotted Friday, November 12, 2021 3:39:58 PM Richard Lewis \\vhb\gbl\proj\Providence\73167.00\cad\ld\Planset\73167.00-DT.dwgvhb.com Date1 Cedar StreetSuite 400Providence, RI 02903401.272.8100Station #921West Barnstable661 Oak StreetWest Barnstable, Massachusetts 02668PermittingNot Approved for ConstructionNovember 15, 2021773167.00Site DetailsC5.01511/15/2021